CN210002931U - tool type protection system for telescopic adjustment of construction of super high-rise outer frame column - Google Patents
tool type protection system for telescopic adjustment of construction of super high-rise outer frame column Download PDFInfo
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- CN210002931U CN210002931U CN201920155209.3U CN201920155209U CN210002931U CN 210002931 U CN210002931 U CN 210002931U CN 201920155209 U CN201920155209 U CN 201920155209U CN 210002931 U CN210002931 U CN 210002931U
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Abstract
The utility model discloses an instrument formula protection system that is used for scalable regulation of super high-rise building frame post construction, face the body frame body that limit protection required outward when constituting the huge post construction of heterotypic outline line super high-rise building, the girder steel of encorbelmenting with adjustable, installation operation platform, even wall spare and floor, the body frame body includes top beam, off-load wire rope, the pole setting, the diagonal brace, the landing slab, turn over the board, stair and envelope, the bottom of crossbeam is through the cantilever end fixed connection of bolt and adjustable cantilever girder steel, adjustable cantilever girder steel includes folding section, flexible section, anchor assembly and folded piece, the both ends of folded piece respectively with two folding section swing joint, the end swing joint of folding section has flexible section, through the adjustable distance control of encorbelmenting between girder steel control body and the main part, realize the outer facade protection of heterotypic outer contour line building, therefore, the clothes hanger is strong in practicability, still can be applicable to different floor heights simultaneously, the super high-.
Description
Technical Field
The utility model relates to a protection system specifically is kinds of instrument formula protection systems that are used for scalable regulation of superelevation layer outer frame post construction.
Background
With the rapid development of economy and science and technology in China, super high-rise buildings have remarkable functions as landmarks in modern cities and gradually become signs that the national economy and the urban economy grow up. Novel building facades require more innovative construction techniques to be implemented. The structural form of the super high-rise main tower usually adopts a core tube-outer frame giant column structure, wherein the outer frame giant column of the main tower is difficult to construct, and the problem of safety protection of the edge operation of the outer frame giant column is particularly important.
However, when the facilities face the special-shaped outer contour line, self-climbing is very difficult, and the facilities need to be disassembled for transportation and then assembled, so that the efficiency is greatly reduced.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide kinds of instrument formula protection systems that are used for scalable regulation of superelevation layer outer frame post construction to solve above-mentioned technical problem.
The purpose of the utility model can be realized by the following technical scheme:
tool type protection systems for telescopic adjustment of construction of super high-rise outer frame columns comprise a main frame body, an adjustable cantilever steel beam, an installation and operation platform, a wall connecting piece and floor slabs, wherein the main frame body constitutes the outer edge protection requirement during construction of a super high-rise building giant column with special-shaped contour lines, the main frame body comprises a top cross beam, an unloading steel wire rope, vertical rods, diagonal rods, platform plates, turning plates, stairs and an enclosure structure, the bottom end of the cross beam is fixedly connected with the cantilever end of the adjustable cantilever steel beam through bolts, the top end of the cross beam is provided with the unloading steel wire rope, the bottom end of the cross beam is vertically welded and fixed with a plurality of vertical rods, a plurality of platform plates are horizontally fixed among the vertical rods through bolts, a plurality of diagonal rods are arranged among the platform plates, the ends of the platform plates are welded and fixed with the turning plates, the stairs are detachably arranged among the platform plates, the enclosure structure is arranged on;
the adjustable cantilever steel beam comprises a folding section, a telescopic section, an anchoring part and a folding part, wherein two ends of the folding part are respectively movably connected with the two folding sections, the end of the folding section is movably connected with the telescopic section, the installation and operation platform comprises a railing and a springboard, the railing is formed by welding a plurality of plates, the bottom end of the railing is fixedly connected with the adjustable cantilever steel beam through a bolt, and the springboard is laid on the adjustable cantilever steel beam;
even wall spare includes pre-buried steel pipe, horizontal steel pipe, square tube crossover sub and fastener, and square tube crossover sub's end passes through bolt and pole setting fixed connection, and the end in addition of square tube crossover sub is provided with horizontal steel pipe, and the fastener is installed to the equal tight fit in both ends of horizontal steel pipe, and two fasteners are respectively through bolt and square tube crossover sub and pre-buried steel pipe fixed connection.
The number of the upright posts is not less than four, and the included angle between the stair and the platform board is 45-60 degrees.
The folding section is formed by folding two rectangular steel pipes with the cross section of 150 multiplied by 250 multiplied by 10 in half through a folding piece, the telescopic section is rectangular steel pipes with the cross section of 120 multiplied by 200 multiplied by 14, and the rectangular steel pipes with the cross section of 120 multiplied by 200 multiplied by 14 are inserted into the rectangular steel pipes with the cross section of 150 multiplied by 250 multiplied by 10 to realize the telescopic.
The end anchor of girder steel encorbelmenting with adjustable is on the top of floor, and the end of girder steel encorbelmenting with adjustable passes through the crossbeam fixed connection on bolt and main frame body top, and the main frame body is connected with major structure through linking the wall spare.
The main frame body is detachably and fixedly connected with the adjustable cantilever steel beam through bolts.
The utility model has the advantages that:
1. the utility model discloses an instrument formula protection system that is used for scalable regulation of super high-rise outer frame post construction realizes the protection of the outer facade of heterotypic outer contour line building through the adjustable distance control of encorbelmenting between girder steel control body frame body and the main part, and the practicality is strong, still can be applicable to the super high-rise building of the different floor height, the huge post pattern of difference simultaneously.
2. The utility model discloses tool type protection system that is used for scalable regulation of superelevation layer outer frame post construction can cover three operation layer after the installation finishes, satisfies three operation layer and is under construction simultaneously, has improved work efficiency, and the cost is reduced has also reduced constructor's working strength simultaneously.
3. The utility model discloses tool type protection system that is used for scalable regulation of super high-rise outer frame post construction, the structure is firm, and the security is high, and it is also very convenient to maintain simultaneously, no matter from safe angle or economic angle all has very strong superiority.
Drawings
To facilitate understanding by those skilled in the art, the present invention will be described in further detail with reference to the accompanying drawings, step .
Fig. 1 is the structural schematic diagram of tool type protection systems for telescopic adjustment of super high-rise outer frame column construction.
Fig. 2 is the utility model discloses kinds of instrument formula protection system front views that are used for scalable regulation of superelevation layer outer frame post construction.
Fig. 3 is the right view of the utility model the tool type protection system for telescopic adjustment of the construction of the super high-rise outer frame column.
Figure 4 is the utility model discloses girder steel structure schematic diagram encorbelments with adjustable.
Fig. 5 is a schematic view of the structure of the wall connecting member of the present invention.
In the figure: 1. a main frame body; 101. a cross beam; 102. unloading the steel wire rope; 103. erecting a rod; 104. a diagonal brace; 105. a platform plate; 106. turning over a plate; 107. a staircase; 108. an enclosure structure; 2. adjustable cantilever steel beam; 201. a folding section; 202. a telescopic section; 203. an anchoring member; 204. a folding member; 3. installing an operation platform; 301. a railing; 302. a gangboard; 4. a wall connecting piece; 401. pre-burying a steel pipe; 402. a horizontal steel pipe; 403. a square tube adapter; 404. a fastener; 5. and (7) a floor slab.
Detailed Description
The technical solution of the present invention will be described more clearly and completely with reference to the following embodiments, and it is to be understood that the described embodiments are only some, but not all embodiments .
Please refer to fig. 1, tool type protection systems for telescopic adjustment of super high-rise outer frame column construction, comprising a main frame body 1, an adjustable cantilever steel beam 2, an installation and operation platform 3, a wall connecting member 4 and a floor slab 5, which can meet the outer edge protection requirement when constructing super high-rise building giant columns with special-shaped contour lines and provide a construction operation surface for the giant column construction.
Referring to fig. 2-4, the main frame 1 includes a top beam 101, an unloading steel wire rope 102, uprights 103, diagonal braces 104, platform plates 105, flaps 106, stairs 107, and an enclosure 108, the bottom end of the beam 101 is fixedly connected to the overhanging end of the adjustable overhanging steel beam 2 through bolts, the unloading steel wire rope 102 is disposed at the top end of the beam 101, the bottom end of the beam 101 is vertically welded and fixed with a plurality of uprights 103, the number of the uprights 103 is not less than four, the platform plates 105 are horizontally fixed between the uprights 103 through bolts, a plurality of diagonal braces 104 are disposed between the platform plates 105 along diagonal lines, the diagonal braces 104 provide support force for the platform plates 105 to prevent the platform plates 105 from deforming due to excessive stress, the flaps 106 are welded and fixed to ends of the platform plates 105, the stairs 107 are detachably mounted between the platform plates 105, an included angle between the stairs 107 and the platform plates 105 is 45-60 degrees, the enclosure 108 is mounted on three adjacent sides of the main frame 1, and the enclosure 108 is welded and fixed to the main frame 1.
The adjustable cantilever steel beam 2 comprises a folding section 201, a telescopic section 202, an anchoring piece 203 and a folding piece 204, wherein the folding section 201 is folded by two rectangular steel pipes with the cross sections of 150 × 250 × 10 × 10 through the folding piece 204, the folding is realized, two ends of the folding piece 204 are respectively movably connected with the two folding sections 201, the end of the folding section 201 is movably connected with the telescopic section 202, the telescopic section 202 is a rectangular steel pipe with the cross section of 120 × 200 × 14 × 14, and the rectangular steel pipe with the cross section of 120 × 200 × 14 × 14 can be inserted into the rectangular steel pipe with the cross section of 150 × 250 × 10 × 10 to realize expansion.
Installation operation platform 3 includes railing 301 and springboard 302, and railing 301 is formed by a plurality of plate welding, and railing 301's bottom is through the bolt with 2 fixed connection at the girder steel of encorbelmenting with adjustable, and springboard 302 is laid on girder steel 2 of encorbelmenting with adjustable.
Referring to fig. 5, the wall connecting member 4 includes an embedded steel pipe 401, a horizontal steel pipe 402, a square tube adapter 403 and a fastener 404, the end of the square tube adapter 403 is fixedly connected to the vertical rod 103 through a bolt, the other end of the square tube adapter 403 is provided with the horizontal steel pipe 402, the fasteners 404 are respectively installed at two ends of the horizontal steel pipe 402 in a tight fit manner, the two fasteners 404 are respectively fixedly connected to the square tube adapter 403 and the embedded steel pipe 401 through bolts, so that the horizontal steel pipe 402 is horizontally arranged, and the square tube adapter 403 and the embedded steel pipe 401 provide a supporting force for the horizontal steel pipe 402.
The end anchor of girder steel 2 encorbelments with adjustable is on the top of floor 5, and the end of girder steel 2 encorbelments with adjustable passes through bolt and 1 top of the body frame crossbeam 101 fixed connection, and the body frame 1 is connected with major structure through linking wall spare 4.
The girder steel 2 of encorbelmenting passes through the detachable fixed connection of bolt with adjustable the body frame body 1, and the body frame body 1 can be through tower crane integral lifting, and girder steel 2 of encorbelmenting can be transported to construction layers down through the construction elevator with adjustable.
The length of the overhanging end of the adjustable overhanging steel beam 2 is adjusted to realize the distance between the protective frame and the edge of a building, the length of the overhanging section of the adjustable overhanging steel beam 2 is adjusted in a folding and stretching mode, and the transportation problem of the overhanging steel beam is solved.
The mounting method of the scaffold specifically comprises the following steps:
, assembling the main frame body 1 on the ground;
secondly, fixedly mounting the adjustable cantilever steel beam 2 at the top end of a floor slab 5, and laying and mounting an operating platform 3 at the top end of the adjustable cantilever steel beam 2;
thirdly, hoisting the assembled main frame body 1 to the position below the adjustable cantilever steel beam 2, and fixedly connecting the top end of the main frame body 1 with the adjustable cantilever steel beam 2 through bolts;
fourthly, after the main frame body 1 is fixed on the adjustable cantilever steel beam 2, ends of the wall connecting pieces 4 are fixedly arranged at ends of the main frame body 1, and the other ends of the wall connecting pieces 4 are fixedly arranged on the main body structure;
fifthly, after the wall connecting piece 4 is fixed, fixing ends of the unloading steel wire ropes 102 at fixing points on the cross beams 101, and fixing the other ends of the unloading steel wire ropes 102 at fixing points on layers of floor slabs 5;
sixthly, turning the turning plate 106 over and lapping the turning plate on the floor slab 5;
seventhly, after the construction of the floor is finished, the wall connecting piece 4, the unloading steel wire rope 102 and the connecting bolt between the main frame body 1 and the adjustable cantilever steel beam 2 are disassembled, the main frame body 1 is integrally hoisted to the floor of the upper operation floor, and the operations from the second step to the sixth step are repeated, so that the turnover use is rapidly realized.
The utility model discloses when using, folding section 201 passes through the folded piece 204 fifty percent discount by two cross-sections for 150X 250X 10's rectangle steel pipe and realizes folding, the both ends of folded piece 204 respectively with two folding section 201 swing joint, the end swing joint of folding section 201 has flexible section 202, flexible section 202 is the cross-section and is 120X 200X 14 rectangular steel pipe, and 120X 200X 14 rectangular steel pipe can insert 150X 250X 10 rectangular steel pipe and realize flexible, and then through the adjustable end length of encorbelmenting girder steel 2 of encorbelmenting, realize the distance at the relative building edge of protection frame.
The preferred embodiments of the present invention disclosed above are intended only to help illustrate the present invention. The preferred embodiments are not intended to be exhaustive or to limit the invention to the precise embodiments disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and its practical applications, to thereby enable others skilled in the art to best understand the invention for and utilize the invention. The present invention is limited only by the claims and their full scope and equivalents.
Claims (5)
- The utility model provides a kind is used for scalable regulation's of super high-rise building frame post construction instrument formula protection system, a serial communication port, including the main frame body (1) that constitutes the outer limit of facing of abnormal shape outline super high-rise building during giant post construction and protects the requirement, adjustable cantilever girder steel (2), installation operation platform (3), even wall spare (4) and floor (5), main frame body (1) includes top crossbeam (101), off-load wire rope (102), pole setting (103), diagonal brace (104), landing slab (105), turn-over board (106), stair (107) and envelope (108), the bottom of crossbeam (101) is through the overhanging end fixed connection of bolt with adjustable cantilever girder steel (2), the top of crossbeam (101) is provided with off-load wire rope (102), the bottom vertical welded enclosure of crossbeam (101) is fixed with a plurality of pole setting (103), a plurality of landing slabs (105) are fixed through the bolt level between a plurality of pole setting (103), along the diagonal brace (104) are installed between a plurality of diagonal brace (105), and the empty landing slab (108) of detachable platform body (1) and the main frame body (1) that faces of platform (108) are installed;the adjustable cantilever steel beam (2) comprises folding sections (201), telescopic sections (202), anchoring pieces (203) and folding pieces (204), two ends of each folding piece (204) are movably connected with the two folding sections (201), the ends of the folding sections (201) are movably connected with the telescopic sections (202), the installation and operation platform (3) comprises a railing (301) and a springboard (302), the railing (301) is formed by welding a plurality of plates, the bottom end of the railing (301) is fixedly connected with the adjustable cantilever steel beam (2) through bolts, and the springboard (302) is laid on the adjustable cantilever steel beam (2);even wall spare (4) are including pre-buried steel pipe (401), horizontal steel pipe (402), square tube crossover sub (403) and fastener (404), end of square tube crossover sub (403) passes through bolt and pole setting (103) fixed connection, end in addition of square tube crossover sub (403) is provided with horizontal steel pipe (402), fastener (404) are installed to the equal close fit in both ends of horizontal steel pipe (402), two fasteners (404) are respectively through bolt and square tube crossover sub (403) and pre-buried steel pipe (401) fixed connection.
- 2. The tool-type protection system for the telescopic adjustment of the construction of an ultra-high-rise outer frame column as claimed in claim 1, wherein the number of the upright posts (103) is not less than four, and the included angle between the stair (107) and the platform plate (105) is 45-60 degrees.
- 3. The kind of tool type guard system for construction telescopic adjustment of ultra high-rise external frame column according to claim 1, wherein the folding section (201) is folded by folding two rectangular steel pipes with a cross-section of 150 x 250 x 10 by a folding member (204), the telescopic section (202) is rectangular steel pipe with a cross-section of 120 x 200 x 14, and the 120 x 200 x 14 rectangular steel pipe is inserted into 150 x 250 x 10 rectangular steel pipe to achieve telescopic movement.
- 4. The tool type protection system for the telescopic adjustment of super high-rise external frame column construction according to claim 1, wherein the end of the adjustable cantilever steel beam (2) is anchored at the top end of the floor (5), the other end of the adjustable cantilever steel beam (2) is fixedly connected with the cross beam (101) at the top end of the main frame body (1) through bolts, and the main frame body (1) is connected with the main structure through the wall connecting piece (4).
- 5. The tool type protection system for the telescopic adjustment of the construction of an outer frame column of a super-high layer is characterized in that the main frame body (1) is detachably and fixedly connected with the adjustable cantilever steel beam (2) through bolts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920155209.3U CN210002931U (en) | 2019-01-29 | 2019-01-29 | tool type protection system for telescopic adjustment of construction of super high-rise outer frame column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920155209.3U CN210002931U (en) | 2019-01-29 | 2019-01-29 | tool type protection system for telescopic adjustment of construction of super high-rise outer frame column |
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| Publication Number | Publication Date |
|---|---|
| CN210002931U true CN210002931U (en) | 2020-01-31 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920155209.3U Expired - Fee Related CN210002931U (en) | 2019-01-29 | 2019-01-29 | tool type protection system for telescopic adjustment of construction of super high-rise outer frame column |
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| CN (1) | CN210002931U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109898819A (en) * | 2019-01-29 | 2019-06-18 | 中建四局第六建筑工程有限公司 | A kind of the overhanging tool type scaffold system and its installation method of foldable telescopic |
| CN111927111A (en) * | 2020-09-22 | 2020-11-13 | 上海建工集团股份有限公司 | Construction method of ultrahigh special-shaped outer frame steel structure |
| CN114809565A (en) * | 2022-04-18 | 2022-07-29 | 中建八局第一建设有限公司 | Ultrahigh-rise core tube variable-section inclined wall hanging frame and construction method |
-
2019
- 2019-01-29 CN CN201920155209.3U patent/CN210002931U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109898819A (en) * | 2019-01-29 | 2019-06-18 | 中建四局第六建筑工程有限公司 | A kind of the overhanging tool type scaffold system and its installation method of foldable telescopic |
| CN109898819B (en) * | 2019-01-29 | 2023-08-18 | 中建四局第六建筑工程有限公司 | Foldable telescopic overhanging tool type scaffold system and installation method thereof |
| CN111927111A (en) * | 2020-09-22 | 2020-11-13 | 上海建工集团股份有限公司 | Construction method of ultrahigh special-shaped outer frame steel structure |
| CN111927111B (en) * | 2020-09-22 | 2020-12-25 | 上海建工集团股份有限公司 | Construction method of ultrahigh special-shaped outer frame steel structure |
| CN114809565A (en) * | 2022-04-18 | 2022-07-29 | 中建八局第一建设有限公司 | Ultrahigh-rise core tube variable-section inclined wall hanging frame and construction method |
| CN114809565B (en) * | 2022-04-18 | 2023-07-07 | 中建八局第一建设有限公司 | Super high-rise core tube variable-section inclined wall hanger and construction method |
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| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200131 Termination date: 20210129 |